I need to run a small (2") sewage force main up a new 600' private subdivision road. If the Town has an issue with the FM being above the water main could I offer to sleeve the FM in a larger pipe for the run? Would the extra space inside the sleeve leave too much room for the pipe to move...
My father is a Chief Engineer in the hotel business in the Boston area. He is interested in a position in California and one of the requirements is to be (or become) familiar with the following CA regs: Costal California regulatory compliance related to Public Amenity Access, Parking Control and...
I have a B.S. in Civil Engineering Technology from Wentworth Institute of Technology in Boston, MA. The program is ABET accredited.
Now, my understanding is that the State of Florida does not allow any Technology degrees for sitting for the PE exam or for endorsement. Is this true? Or can I...
That's an interesting workaround, but I'm still trying to wrap my head around it. Once I get my orifice flow into the next pond, how do I model the culverts? As primary and secondary devices, or as two devices into a primary outlet?
Also, would you happen to have an example file that you...
I have a perforated riser outlet structure that outlets to two paralell culverts. The culverts are 30" and 12" RCP pipes at diffrent inverts, so a discharge multiplier won't work. How do I route the 8 rows of 0.5" orifaces to two different pipes?
Thanks,
Greg
